## Abstract We model masonry structures as elastodynamic systems assembled from a large number of elastic bodies (bricks or stoneβblocks) in unilateral, frictional contact. The problem is formulated as a quasiβvariational inequality and discretised using piecewise polynomial finite elements in conj
β¦ LIBER β¦
Numerical evaluation of shear strength of structural masonry assemblages
β Scribed by Kwesi A. Andam
- Publisher
- Elsevier Science
- Year
- 1987
- Tongue
- English
- Weight
- 419 KB
- Volume
- 19
- Category
- Article
- ISSN
- 0010-4485
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